US 71 N over KCT RR


+39.08874, -94.57143
39°05'19" N, 94°34'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 71 N over KCT RR
Structure number:11993
Location:S 8 T 49 N R 33 W
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:122.4 ft. [37.3 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:66.6 ft. [20.3 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:36,685 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.2 tons [75.6 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:98.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201598.3GoodVery GoodVery GoodExcellent-36685
September 201398.3GoodVery GoodVery GoodExcellent-36685
September 201198.3GoodVery GoodVery GoodExcellent-35919
January 201098.3GoodVery GoodVery GoodExcellent-36240
January 200898.4GoodVery GoodVery GoodExcellent-34995
November 200596.9GoodVery GoodVery GoodExcellent-24056
November 200396.9GoodVery GoodVery GoodExcellent-24323
October 200199.7GoodExcellentExcellentExcellent-5929